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Timber filled CFRP jacketed circular steel tubes under axial compression

Citation

Ghanbari Ghazijahani, T and Jiao, H and Holloway, D, Timber filled CFRP jacketed circular steel tubes under axial compression, Construction and Building Materials, 94 pp. 791-799. ISSN 0950-0618 (2015) [Refereed Article]

Copyright Statement

2015 Elsevier Ltd. All rights reserved.

DOI: doi:10.1016/j.conbuildmat.2015.07.151

Abstract

This paper discusses the structural behavior of an innovative composite column through an experimental study. The new composite comprised steel cylindrical hollow sections known as CHS, solid timber infill and CFRP confinements. The present stub columns were under pure axial compression. Plastic buckling, failure modes and deformational response of the mentioned elements were assessed. The ultimate capacity enhancement was evaluated for specimens with different conditions and comprehensive discussions were made in order to clarify the effect of each material on the structural behavior of different specimens.

Item Details

Item Type:Refereed Article
Keywords:circular steel tubes, CFRP, timber, axial compression, columns
Research Division:Engineering
Research Group:Civil Engineering
Research Field:Structural Engineering
Objective Division:Construction
Objective Group:Construction Materials Performance and Processes
Objective Field:Metals (e.g. Composites, Coatings, Bonding)
Author:Ghanbari Ghazijahani, T (Mr Tohid Ghanbari Ghazijahani)
Author:Jiao, H (Dr Hui Jiao)
Author:Holloway, D (Dr Damien Holloway)
ID Code:101985
Year Published:2015
Web of Science® Times Cited:2
Deposited By:Engineering
Deposited On:2015-07-22
Last Modified:2017-11-06
Downloads:0

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